A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Singular equilibrated stress fields for no-tension panels
Abstract In this work we study the equilibrium problem for rectangular panels made of a no-tension material, clamped at the bottom, subjected to distributed vertical loads on the top, and to different types of lateral loads. Admissible and equilibrated stress fields are interpreted as tensor-valued measures with zero divergence. Such stress fields are explicitly determined under the assumption that the measure is absolutely continuous outside a smooth curve which supports a δ type singularity of the stress.
Singular equilibrated stress fields for no-tension panels
Abstract In this work we study the equilibrium problem for rectangular panels made of a no-tension material, clamped at the bottom, subjected to distributed vertical loads on the top, and to different types of lateral loads. Admissible and equilibrated stress fields are interpreted as tensor-valued measures with zero divergence. Such stress fields are explicitly determined under the assumption that the measure is absolutely continuous outside a smooth curve which supports a δ type singularity of the stress.
Singular equilibrated stress fields for no-tension panels
Lucchesi, Massimiliano (author) / Silhavy, Miroslav (author) / Zani, Nicola (author)
2005-01-01
11 pages
Article/Chapter (Book)
Electronic Resource
English
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